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1856-S01_S18
JOINS PLAN 1856-S08
JOINS PLAN 1856-S04
C
LOT 3
AD
4.004Ha
RO
DRIVE
10
LOT 7
2.963Ha
R HA Y
1.75
1
16
m
5
HCB MH STUB
TYPE A N
O/S 10.0 EW
WA L T E
5
HB1
SL 4.00 16 D
IL 2.60 LOT 4 1
HB1 N
15
17 0
2365m2 HCB MH STUB 14 HCB MH STUB
TYPE A TYPE A
O/S 4.00 225 LOT O/S 24.62
N
N
SL 7.96 D 7 SL 8.43
EW
IL 6.46 EW IL 5.67
N
D
N
HB1
15
1
17
0
7
5m LOT 5 1 LOT HCB MH STUB
2.0 13
2307m2 8 TYPE A
5
O/S 26.59
SL 8.27
HCB MH STUB LOT 6 HB1 IL 6.65
TYPE A 16 LOT 8
O/S 5.50 2473m2
1 SL 4.94 HCB MH STUB
HB1
15
3257m2
8 IL 3.54 TYPE A 1
O/S 5.50 12
1 HB1
5 9 SL 5.68 14 NEW
HCB MH STUB
HB1 NE IL 4.28 DN1 TYPE A
1.75m
W 50 O/S 5.00
8 DN
22 5 225 SL 8.30
HB1 5 DN HB1
IL 6.40
0
W
NE
15
9 13
1 LOT
DN
HB1 HB1
11 9 LOT 9
3202m2
W
10 1 HB1 12
NE
B
10 11
A D
HB2
1 HOFMANN DRIV E
RO
IVE
E IV
R
DB
1.75
D
m HCB MH STUB Y
A
ROA
HB2 TYPE A
2 O/S 3.00
H
R
TE
SL 4.66
2 IL 3.16 L
1.75m
1
RO A
AD W LEGEND - NEW FEATURES
HB2
LOT 16 A
NE
3 4339m2 NEW DN225 uPVC SN8 SEWER
W
2
NEW DN150 uPVC SN8 SEWER
DN
2
B
5 0 NEW OD250 SEWER RISING MAIN
15
N1 CONDUIT
AD
D
0
W 2
NE 3 1
RO
NEW SEWER MANHOLE
5m
3
2
1.7
1.7
0
6
5m
NEW
15
DN1 LOT HB1
50 NEW SEWER HORIZONTAL BEND
DN
HB2 3
10
4
W
2 2 HB2
4 9 HCB MH STUB
NE
HB2 55 TYPE A
5 NEW DN150 HB2
O/S 21.29
ATTENTION: CONTRACTOR
NEW DN150
NE
8
SL 5.56
HB2
LOT 10
W
HCB MH STUB HB2
IL 3.80
LOT 6 7 MINIMUM CLEARANCES
DN
TYPE A
O/S 21.17
13
4686m2
15
SL 4.62
0
1. STORMWATER SHALL ALWAYS PASS OVER
IL 2.59
LOT SEWER MAINS WITH 500mm VERTICAL
LOT 11 CLEARANCE.
12 HCB MH STUB
LOT 13 TYPE A 2. WATERMAINS SHALL ALWAYS PASS OVER
4078m2 HCB MH STUB
O/S 20.36
SL 4.97
SEWER MAINS WITH 500mm VERTICAL
TYPE A CLEARANCE.
IL 3.04
O/S 19.76 3. ELECTRICAL SHALL ALWAYS PASS OVER SEWER
SL 4.78 55 MAINS WITH 300mm VERTICAL CLEARANCE.
IL 2.79 LOT 11 5
LOT 12
4967m2 IT IS THE CONTRACTORS RESPONSIBILITY TO
7942m2 MAINTAIN ACCEPTABLE VERTICAL & HORIZONTAL
CLEARANCE AS OUTLINED IN THE SEQ CODE.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 7 OF 20
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 SEWER LAYOUT PLAN S07 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 4 OF 8
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